Highway Engineering Mock test – 3 || Civil Engineering cheapest Adobe Dreamweaver CS6 Student And Teacher Edition Welcome to your Highway Engineering Mock test - 3 discount Autodesk Mudbox 2012 MAC Take an exciting test in Highway Engineering Microsoft Visual Studio Enterprise 2015 You have only 20 mins to complete the test (25 Questions) http://evfta.com/?p=where-can-i-buy-Autodesk-Ecotect-Analysis-2011&f59=ba Wish you all the best!!! Name Email 1) follow When an up gradient of a highway meets a downgrade, the vertical curve provided, is known as A. valley curve B. sag curve C. summit curve D. all the above.2) If the velocity of moving vehicles on a road is 24 km/per hour, stopping distance is 19 metres and average length of vehicles is 6 metres, the basic capacity of lane, is A. 500 vehicles per hour B. 700 vehicles per hour C. 1000 vehicles per hour D. 1250 vehicles per hour3) Enoscope is used to determine A. spot speed B. average speed C. travel time D. none of these.4) If no super elevation is provided on a road along curves, pot holes may develop at A. inner edge of the road B. outer edge of the road C. centre of the road D. no where on the road.5) The minimum vertical clearance of overhanging cliffs or any other structure above the surface of a hill road, should be A. 3 m B. 4 m C. 5 m D. 6 m6) An Executive Engineer of roads, executes works under direct control of A. Superintending Engineer B. Secretary to the Govt C. Chief Engineer D. None of these.7) Speed regulations on roads is decided on the basis of A. 60 percentile cumulative frequency B. 75 percentile cumulative frequency C. 80 percentile cumulative frequency D. 85 percentile cumulative frequency.8) For a vehicle moving with a speed of 80 km per hour, the brake reaction time, in ordinary cases, is A. 1 sec B. 1.5 sec C. 2.0 sec D. 2.5 sec9) Minimum thickness of the base of a flexible pavement, is A. 10 cm B. 15 cm C. 20 cm D. 25 cm10) Curves in the same direction separated by short tangents, are called A. simple circular curves B. compound curves C. transition curves D. broken-back curves.11) If the coefficient of friction on the road surface is 0.15 and a maximum super-elevation 1 in 15 is provided, the maximum speed of the vehicles on a curve of 100 metre radius, is A. 32.44 km/hour B. 42.44 kg/hour C. 52.44 km/hour D. 62.44 km/hour12) The inventor of road making as a building science, was A. Sully B. Tresguet C. Telford D. Macadam.13) The perpendicular offset from the tan-get to the central point of the circular curve, is A. R sin θ/2 B. R cos θ/2 C. R (1 - cos θ/2) D. R (1 - sin θ/2)14) The wall constructed for the stability of a back filling portion of a road on the down hill side, is known as A. retaining wall B. breast wall C. parapet wall D. all the above.15) Width of the shoulders of carriage way is generally kept A. 100 cm B. 125 cm C. 150 cm D. 200 cm E. 250 cm16) Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm2, is A. 70 kg/sq cm B. 80 kg/sq cm C. 90 kg/sq cm D. 100 kg/sq cm17) The desirable camber for straight roads with thin bituminous surfacing, is A. 1 in 33 to 1 in 25 B. 1 in 40 to 1 in 33 C. 1 in 150 to 1 in 140 D. 1 in 160 to 1 in 14018) Floating gradients are generally provided A. along maximum gradients B. along minimum gradients C. at summit curves D. at valley curves19) Reconnaissance is best done with the help of A. aerial photographic survey B. condastral surveys C. topographical surveys D. triangulation surveys20) Newly constructed pavement with ordinary Portland cement attains its working strength after A. 7 days B. 14 days C. 21 days D. 28 days21) Normal formation width of a hill road for one-way traffic, is A. 3.6 m B. 4.8 m C. 6.6 m D. 7.2 m22) The pavement width of a road depends upon A. terrain B. type of traffic C. number of lanes D. all the above.23) The most commonly adopted method to provide super-elevation on roads, is by pivoting the road surface about A. outer edge so that the inner edge is lowered B. crown so that outer edge is raised and inner edge is lowered C. inner edge so that outer edge is raised D. none of these.24) The usual width of side drains along Highways in hilly region, is A. 50 cm B. 60 cm C. 70 cm D. 80 cm25) In case of a multi-lane road, overtaking is generally permitted A. from right B. from left C. from both sides right and left D. not at all.